Abstract

Background

Pakistan is a developing nation and heavily spends on the development of conventional power plants to meet the national energy demand. The objective of this paper is to investigate wind power potential of site using wind speed, wind direction, and other meteorological data collected over a period of 1 year. This type of detailed investigation provides information of wind characteristics of potential sites and helps in selecting suitable wind turbine.

Methods

The site-specific air density, wind shear, wind power density, annual energy yield, and capacity factors have been calculated at 30 and 50 m above the ground level (AGL). The Weibull parameters have been calculated using empirical (EM), maximum likelihood (MLM), modified maximum likelihood (MMLM), energy pattern (EPFM), and graphical (GM) methods to determine the other dependent parameters. The accuracies of these methods are determined using correlation coefficient (R2) and root mean square error (RMSE) values. At last, the wind energy economic analysis has been carried out at 30- and 50-m heights.

Results

The annual mean wind speeds were found to be 5.233and 6.55 m/s at 30- and 50-m heights, respectively, with corresponding standard deviations of 2.295 and 2.176. All methods fitted very well with the measured wind speed data except GM model. The frequency of wind speed observed that Weibull distribution gave better fitting results than Rayleigh distribution at wind site. The mean wind power densities were found to be 169.4 and 416.7 W/m2 at 30- and 50-m heights. The economic analysis showed that at Nooriabad site in Pakistan, the wind energy can be produced at US$0.02189/kWh at a hub height of 50 m.

Conclusions

The results showed that the site has potential to install utility wind turbines to generate energy at the lowest cost per kilowatt-hour at height of 50 m.

Keywords

Background

Energy resources are important for socio-economic development of a nation. To maintain status quo in terms of socio-economic development, states need economical and consistent supply of energy. Due to fluctuating and always increasing international oil prices, states try to find out alternative, natural, clean, and renewable sources of energy. These sources include but not limited to biogas, biomass, hydro, tidal, thermal, solar photovoltaic, and wind energy. The renewable energy sources are environment-friendly and available free of cost, have no political or geographical boundaries, are distributive in nature, and can be tapped anywhere. The Kyoto Protocol paved the way to global community to enhance power generation using new and renewable sources of energy. Of the above mentioned renewable sources of energy, wind and solar photovoltaic have been exploited in many countries and are contributing towards achieving the set goals of clean energy capacities.

In recent years, wind power technology has reached to commercial acceptance and has become economically competent with regular sources of energy. It is easy to install and takes a minimal time for its realization compared to other power plants. Continuously encouraging international trends are clear indicative of an increasing role of renewable energy sources in general and wind in particular in meeting the current and future electricity demands. The cumulative annual growth of global wind power installed capacity reached 487 GWh at the end of year 2016, an increase of about 54 GW (12.5%) compared to 2015, as shown in Fig. 1 [1]. Like previous years, China dominated the wind energy power market with new addition of 23.328 MW in 2016. With new capacity additions of 8.203, 5.443, 3.612, and 2.014 MW, the USA, Germany, India, and Brazil took the 2nd, 3rd, 4th, and 5th place, respectively. Furthermore, France, Turkey, Netherlands, the UK, and Canada took 6th to 10th place with new wind power capacity additions of 1.561, 1.387, 0.887, 0.736, and 0.702 GW.

Fig. 1

Global wind power installed capacity

Pakistan is a developing nation and heavily spends on the development of conventional power plants to meet the national electricity demand. The national oil imports have been on rise at 3.8% per year since 1991. The total consumption of fossil fuels increased to 67 million tons of oil equivalent (TOE) in 2014 compared to 28.6 million TOE in 1990 [2]. The total natural gas and oil consumption accounted for 72%. In the meantime, the international oil prices increased up from US$23 barrel to US$50.05 barrel in 2001. This is almost 115% rise of oil price in a short span of time. Natural gas is a local abundant source of energy but started to decrease due to increased dependence upon it. The provincial (Baluchistan, KPK, Punjab, and Sindh) production and consumption of natural gas is depicted in Fig. 2a while the annual average increased consumption of gas is compared with oil is given in Fig. 2b. The natural gas production is highest in Sindh province while the maximum consumption is seen in Punjab. In other province, the natural gas production is more than consumption as seen in Fig. 2a. The annual consumption of natural gas during 2001 to 2014 is found to be more than oil as shown in Fig. 2b.

Fig. 2

a Percentage of provincial production and consumption of natural gas and b comparison of increasing consumption trend of natural gas to oil (MTOE) from 2001 to 2014

Due to energy shortages, the country lost 2% of the GDP [3]. These power shortages resulted into closure of factories, paralyzed industrial production, and exacerbating the unemployment. The national demand of electricity in the country is 18,000 MW whereas the supply is 11,500 MW. The supply and demand gap is around 6500 MW [3]. This gap can be compensated to a certain extent by penetrating through renewable sources of energy such as solar and wind. Pakistan has considerable wind potential available in different regions of Sindh and Baluchistan provinces as per findings of the metrological department based on measured wind data. National Renewable Energy Laboratories (NREL) prepared wind maps of the Pakistan, given in Fig. 3. Accordingly, Pakistan has 68,863 km2 appropriate land; about 9.06% of total land can be used for wind farm development. Sindh and Baluchistan areas have been identified as wind corridors in the country. The coastal belt of Sindh has 2.5% of land which is favorable for production of wind energy [4].

Till 2003, Pakistan did not have any working power plant based on renewable sources of energy. Later on, due to rising prices of oil and gas, the government established “Alternate Energy Development Board” of Pakistan. The objective of this board was to develop, facilitate, educate, and promote the development and utilization of renewable sources of energy in a country. The board started collection of wind speed data in cooperation with meteorological department. Based on measured meteorological data, the board prepared short-, mid-, and long-term renewable energy deployment goals.

Literature review

Mostafaeipour et al. [5] conducted feasibility study of wind energy of Shahrbabak, Kaman province, of Iran. The author used two-parameter Weibull distribution function for wind analysis and wind power density for energy generation and concluded that the site is suitable for the installation of small wind energy farm. Mostafaeipour [6] in another work conducted the feasibility study of wind potential of Yazd province of Iran. In this work, the author analyzed the 13-year wind data and used the measured data at the height of 10 m. The study suggested that the site is suitable for wind farm development.

Keyhani et al. [7] investigated the wind climate for the energy production at Tehran, the capital of Iran. In this work, the author used the two-parameter Weibull distribution function for seasonal wind analysis using measured data at the height of 10 m. Kwon [8] investigated the wind uncertainty of a Kwangyang Bay of Chonnam Peninsula of the southern coast of Korea and found 11% wind uncertainty. The author used probability models for wind variability including air density, surface roughness factor, wind speed, Weibull parameters, and error estimation of long-term wind speed based upon the Measure-Correlate-Predict method for uncertainty analysis.

Mohammadi and Mostafaeipour [9] estimated wind power potential of Zarinah and used the standard deviation and wind power density method to find accurate wind power density at the site. Mostafaeipour et al. [10] investigated the wind power potential of Binalood of Iran and concluded that the site has potential for the wind energy generation. Mirhosseini et al. [11] conducted feasibility study of five towns of Saman province of Iran. The study used the wind speed data collected at the heights of 10, 30, and 40 m respectively. Baseer et al. [12] analyzed the wind resources of seven locations of Jubail, Saudi Arabia. The author used maximum likelihood, least square regression method, and WAsP algorithm.

Dahmouni et al. [13] assessed the wind power potential of Borj Cedria in Tunisia using measured wind speeds at 10-, 20-, and 30-m heights above the ground level. The author used the seven 1.5 MW rated capacity wind turbines for the wind power potential of site. Li and Li [14] conducted wind potential of Waterloo, Canada. The authors carried out the annual, monthly, seasonal analysis of wind speed data for realistic wind energy assessment. Lashin and Shata [15] analyzed wind speed data on seasonal, yearly, and monthly basis for energy generation at Port Said in Egypt. The wind energy flux method was used to calculate annual and monthly mean wind speed. Himri et al. [16] investigated 8 years wind speed data of Tindouf, Algeria, for wind resource assessment. The authors used RET screen software and compared the energy production in terms of avoidance of oil results for clean energy. Đurišić and Mikulović [17] studied wind power potential of South Banat region, Serbia. The author developed mathematical model to estimate the vertical wind speed based upon the least square method and concluded that the site is suitable for wind farm.

Ouarda et al. [18] evaluated the wind speed with reference to probability density function and concluded the selection of appropriate pdf to minimize the wind power estimation error. The author used two-parameter Weibull distribution function, parametric models, mixture models, and one nonparametric method using kernel density method. Rehman and Al-Abbadi [19, 20] investigated wind shear and its effects on energy production and concluded the significant influence by the seasonal and diurnal changes. Firtin et al. [21] suggested that accurate determination of wind shear is critical to design and optimization of wind power investment. Wind turbines are constantly subjected to asymmetrical loads like wind shear which will lead to unsteady loading upon the blade and affect its performance [22].

Al-Abbadi [23] investigated wind potential of Yanbu, Saudi Arabia. The wind data analyzed for annual, seasonal, and diurnal and suggested that the site has potential for small wind turbines. Rehman et al. [24] studied wind power potential of seven sites of Saudi Arabia and used Weibull function to study wind characteristics at three different heights. Bassyouni et al. [25] analyzed the wind speed characteristics including daily, monthly, and annual wind speed, and wind probability density distribution, shape and scale parameters at 10-m height, based on 11 years wind data record of Jeddah city of Saudi Arabia.

This paper is focused on detailed analysis of wind speeds measured at 30 and 50 m above the ground level for a period of 1 year, i.e., 2009 to assess the wind power potential using two-parameter Weibull distribution function. The wind power density, annual wind energy, and capacity factor are calculated at data measurement heights. The Weibull shape and scale parameters are calculated using different methods like empirical, maximum likelihood, modified maximum likelihood, graphical, and energy pattern. The results are evaluated in terms of root mean square error (RMSE) and coefficient of determination R2 values. The economic assessment is also carried out to estimate the cost of energy in order to select the best wind turbine.

Wind data measurement site description

Nooriabad is located on Karachi-Hyderabad super highway. It is an industrial zone of Pakistan. The wind speed measurements were carried out using a wind mast located along with the super highway in Nooriabad as shown in Fig. 4. The geographical location of Nooriabad site is 25° 10.906′ N and 67° 48.719 E. The site is 3 to 8 m above the sea level. The terrain is simple and has no major obstacles as shown in Fig. 5. Also, similar terrain is found in west, north, and south, but east has some agricultural land. The site roughness is generally low. Two digital wind speed sensors (model@ 40c NRG) and a temperature sensor (model@110 NRG) are installed at 30- and 50-m heights. The technical specifications of the meteorological sensors are summarized in Table 1. The data was scanned every 0.5 s, and 1-min averaged values along with standard deviations were recorded in the data logger.

Fig. 4

Nooriabad Met Mast at Super Highway (mounted wind vane)

Fig. 5

Panoramic view of Nooriabad

Table 1

Specification of the wind speed and temperature sensors

Wind speed sensor (model #40)

Temperature sensor (model #110)

Type

3-cup anemometer

ICT with 6-plate radiation shield

Maximum operating range

1–96 m/s (2.2 to 214 mph)

− 40–52.5 °C (− 40–126.5 °F)

Accuracy

± 0.8%

± 1.1 °C (2 °F)

Temperature range

− 55–60 °C

− 40–52.5 °C (− 40–126.5 °F)

Distance constant

3.0 m (10 ft)

–

Output signal range

0–125 Hz

0–2.5 V DC

Weight

0.14 kg (0.3 lb)

0.47 kg (1.04 lb)

Methods

Wind data analysis

Wind is the random variable and highly fluctuating meteorological parameter and changes with time of the day, day of the year, and year to year. Probability density function can be used to calculate the wind speed variation over a period of time. Wind data is essential for the investigation of wind potential of specific site, and energy generation can be estimated.

Wind shear

where V1 is the wind speed at the height Z1, V2is the wind speed at the height Z2, and α is the wind shear coefficient. The wind shear exponent of the site is also calculated using the following empirical equation [27]:

Air density

where p refers to the air pressure(Pa or N/m2), R refers to the specific gas constant for air (287 J/kg ), and T refers to the air temperature in Kelvin (c + 273°).

Weibull probability distribution function

The wind speed can be represented with Weibull distribution function. The two-parameter Weibull distribution function is used to determine the effectiveness of wind potential. The Weibull function is given by the probability density function f(v) as follows [28, 29]:

Here, V refers to the wind speed, k refers to the shape parameter, and c refers to the scale parameter. The cumulative distribution function F(v) is given as follows:

$$ f(v)=1-\exp \left[{\left(-\frac{V}{C}\right)}^k\right] $$

(5)

Rayleigh distribution is a special form of Weibull distribution function. In this case, the value of parameter k is fixed as 2. The probability and cumulative distribution function can be represented following [30, 31] which is given as follows:

Mean wind speed is used to measure potential of wind energy production and can be termed as Vmean potential. It can be calculated as given in [28] and the wind speed variance σ2can be expressed as follows:

Here, Γ is the gamma function and can be solved by following equation:

$$ {\Gamma}_{(x)}={\int}_0^{\infty }{e}^{-\upmu}{u}^{x-1} du $$

(13)

Wind power density

The wind power can be calculated by using the following equation [32]:

$$ {P}_W=\frac{1}{2}\rho {A}_T{V}^3 $$

(14)

where PW is the wind power, V is the wind speed, p is the air density, and AT is the swept area of the wind turbine blade. Betz theorem states that less than 59% (16/27) of the kinetic energy can be converted to mechanical energy using wind turbines. The Betz coefficient is denoted by Cp and is expressed as follows:

$$ P=\frac{1}{2}\rho {C}_p{A}_T{V}^3 $$

(15)

The wind power expressed in context of area (independent of wind turbine area) is termed as wind power density. This can be obtained from Eq. 15, as expressed below [27]:

$$ \mathrm{WPD}=\frac{P}{A}=\frac{1}{2}\rho {C}_p{V}^3 $$

(16)

The wind power density with Weibull probability density function can be calculated as follows [33], and the wind energy obtained from the chosen wind turbine can be calculated using Eq. 18.

Weibull parameter assessment methods

There are different parameter estimation methods to determine the Weibull parameters. The Weibull parameters are essential for analyzing the wind power potential and its characteristics. If Weibull parameter obtained precisely, the Weibull distribution not only provides better fit results but also represents wind power potential accurately. The methods used for the estimation of Weibull parameters are given below.

Empirical method

Empirical method is derived from the method of moments. It is a collection of data points. Weibull shape and scale parameters, k and c, are calculated by using Eqs. 21 and 22.

$$ k={\left(\frac{\sigma }{V_{\mathrm{avg}}}\right)}^{-1.086} $$

(21)

$$ c=\frac{V_{\mathrm{avg}}}{\varGamma \left(1+\frac{1}{k}\right)} $$

(22)

Maximum likelihood method

The maximum likelihood method can be used to determine the Weibull parameters k and c. The shape k and scale c parameters are calculated as follows:

Economic analysis of wind turbine

Let I be the initial investment, Com the operation and maintenance cost which is n% of initial investment, and T the life time of the wind turbine. The discounted costs of operation and maintenance for life time T of wind turbine for an initial year, net present worth (NPW), and the total cost (Tc) of the energy can be calculated by [5]:

Results and discussion

In this paper, the site-specific technical and economic assessment of the wind power potential has been carried out for an industrial city Nooriabad in Pakistan. The measured wind data is considered for a period of 1 year from January 2009 to December 2009 at 30- and 50-m heights. The results of study are discussed below.

Site-specific wind shear

Wind shear is a rate of change of speed and direction of wind. The wind shear exponent is highly site dependent and also changes with time of the year. It is very useful in providing the wind speed at higher heights using the measured values of the previous height. The performance of wind turbine is affected by wind shear. Rehman and Al-Abbadi [19] analyzed the effects wind shear on energy production. Firtin et al. [21] described the importance of accurate determination of wind shear and stated that is critical for near reality assessment of wind energy yield. The mean wind shear coefficient for Nooriabad is 0.24 as given in Table 2. The monthly average wind shear varies between a minimum of 0.195 in June and a maximum of 0.289 in November. Furthermore, the seasonal values of wind shear exponent varied with the time of the day, as shown in Fig. 6. In winter season (December–February), the wind shear exponent values were found between 0.265 and 0.285 during early hours of the day while around 0.25 at 10:00 h, as can be seen from Fig. 6a. This diurnal change in wind shear exponent is seen to be different from season to season of the year. The seasonal wind shear values were found to be 0.268, 0.232, 0.200, and 0.265 for winter (December–February), spring (March–May), summer (June–August), and autumn (September–November), respectively. The wind shear coefficient found maximum during winter season and minimum in summer season.

Seasonal and diurnal variation of wind speed

The hourly mean values of the recorded data were used to obtain the diurnal and the monthly variations. The mean wind speed was found to be 5.92 m/s for a period of 1 year 2009 which is given in Table 3. The average seasonal diurnal wind speeds were found to be 4.27, 6.19, 8.67, and 4.55 m/s for winter, spring, summer, and autumn seasons, respectively. The highest monthly mean wind speeds were found to be 9.5 m/s in June and the lowest of 3.55 m/s in November. During summer season, the temperature of region, during the day time, is high 35°. However, from October to December, the temperature again comes down and affects the diurnal wind speed. The observed diurnal wind speed data of Nooriabad site for a year is given in Fig. 7.

Monthly mean temperature and air density variations

Wind power density is directly related to air density, and hence, higher air density means more wind power density. Accordingly, the air density is higher in winter months and lowers in summer time. The mean values of ambient temperature and the air density are shown in Fig. 8. It is evident from Fig. 8 that the air density decreases with temperature. The monthly mean temperature value were observed to be highest and lowers in the months of June and January while the air density was highest in December and lowest in June, as can be seen from Fig. 8. The overall mean values of air density found to be 1.189 kg/m3 over the data collection period. The seasonal values of air density were found to be 1.211, 1.183, 1.166, and 1.178 kg/m3 during winter, spring, summer, and autumn, respectively.

Fig. 8

Monthly mean temperature (°C) and air density (kg/m3)

Wind speed variation at different heights

The wind measurements were made at 30 and 50 m above the ground level for a period of 1 year in 2009. The monthly mean values of the wind speed are shown in Fig. 9 at both the measurement heights. The overall mean wind speeds were found to be 5.23 and 6.55 m/s over entire period of data measurements at 30- and 50-m heights, respectively. The maximum wind speed of 9.62 m/s was observed in June while a minimum of 3.54 m/s in November at 30 m. On the other hand, at 50-m height, the minimum and maximum wind speeds of 3.98 and 9.50 m/s were found in November and June.

Fig. 9

Monthly mean wind speed of site at 30- and 50-m heights for a period of a year 2009

The seasonal average wind speed were found to be 4.495, 5.439, 6.748, and 4.251 m/s during winter, spring, summer, and autumn seasons at a height of 30 m, respectively. The average seasonal wind speeds at 50-m height were found to be 4.66, 7.11, 9.16, and 5.27 m/s in winter, spring, summer, and autumn, respectively. Higher wind speeds were noticed during summer season at both the heights. The wind speed was also analyzed using the concept of most probable wind speed. Accordingly, the highest values of 9.62 and 9.5 m/s of most probable winds were found in June at 30 and 50 m, respectively.

In this paper, two-parameter Weibull distribution function is used to assess the wind power potential at the measurement site and determine the effectiveness of different methods used for the estimation of shape and scale parameters. Weibull distribution function provides the better fit to measured wind speed data and effective in analyzing the wind potential for energy production. The value of scale parameter c also changes with time and location like the wind speed. The shape parameter is dimensionless parameter. A value of k between 1 and 2 is an indicative of low wind. If the value of k factor showing increasing tendency, the distribution can be considered as skewed to high level of winds. In simple words, both parameters have to be considered for getting the near accurate results.

The Weibull k and c parameters are estimated using five methods including empirical, maximum likelihood, graphical, modified maximum likelihood, and energy pattern for wind speed data measured at two heights 30 and 50 m. The values of shape and scale parameters obtained using five methods were used to fit the measured wind speed data in different wind speed bins, as shown in Fig. 10. It is evident from Fig. 10 that all the models fitted very well with the measured wind speed data except GM model. Figure 11 shows the comparison between Weibull and Rayleigh distribution of wind speeds over frequency distribution at 30- and 50-m heights. However, it is observed from Fig. 11 that Weibull distribution gave better fitting results than Rayleigh distribution for wind data gathered at the Nooriabad site.

Fig. 10

Results of five methods with Weibull probability distribution of wind speeds at 50- a and 30-m b heights

Fig. 11

Frequency of wind speed of Weibull distribution at 50- a and 30-m b heights

The Weibull distribution parameters k and c and standard deviation at the two heights are summarized in Table 4. The average values of k and c parameters, obtained using entire data set, were found to be 2.4 and 5.90 m/s at 30 m and 3.25 and 7.39 m/s at 50 m, as given in Table 4. The monthly mean values of k varied between a minimum of 1.757 and a maximum of 2.92 corresponding to November and June, respectively. The seasonal values of shape parameter were 2.337, 2.543, 2.456, and 2.280 in winter, spring, summer and autumn at 30 m, respectively. The maximum value of shape parameter k was found to be 2.543 during the spring and the lowest 2.28 in autumn. Similarly, the monthly and seasonal mean values of shape parameter k at 50-m height are also included in Table 4.

Table 4

Site-specific wind speed, standard deviation, and Weibull k and c parameters for a period of a year from January–December 2009

PM

Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Dec

Mean

Height 30 m

WS

4.38

4.607

4.392

5.47

6.455

9.62

5.98

4.644

5.589

3.626

3.54

4.498

5.233

σ

2.246

2.241

1.789

2.406

2.729

3.038

2.646

2.37

2.438

1.506

2.032

2.11

2.295

k

2.057

2.71

2.66

2.432

2.537

2.92

2.394

2.055

2.497

2.588

1.757

2.246

2.4

c

4.942

5.198

4.955

6.172

7.283

10.85

6.747

5.24

6.307

4.0916

3.994

5.076

5.9

Height 50 m

WS

4.92

4.84

5.18

7.1

9.05

9.5

9.1

8.89

7.28

4.55

3.98

4.22

6.55

σ

2.349

2.67

2.369

2.145

2.255

2.282

2.256

2.051

2.157

1.965

1.57

2.049

2.176

k

2.217

1.926

2.254

3.884

4.299

4.32

4.296

4.56

3.957

2.461

2.643

2.177

3.25

c

5.551

5.4615

5.845

8.011

10.22

10.72

10.268

10.032

8.2148

5.134

4.491

4.761

7.392

The scale parameter values for each month over an entire data collection period and at both measurement heights are provided in Table 4. In general, higher values of c were observed in summer months and lower during winter time. Accordingly at 30 m, a minimum value of 3.99 m/s was observed in November while a maximum of 10.850 m/s in June. Similarly at 50-m height, the scale parameter values varied between a minimum of 4.491 m/s and maximum of 10.72 m/s corresponding to November and June months of the year. The average seasonal values of c parameter were found to be 5.072, 6.137, 7.612, and 4.797 m/s for winter, spring, summer, and autumn, respectively, at 30 m while 5.25, 8.025, 10.34, and 5.94 m/s at 50 m.

The standard deviation values over an entire data collection period are given in Table 4. The average standard deviation was found to be 2.295 and 2.176 for 1 year at 30 and 50 m. The seasonal calculation showed variation over a period of time. The standard deviation was found to be 2.199, 2.308, 2.684, and 1.992 in winter, spring, summer, and autumn at 30 m, respectively. Similarly, the standard deviation was found to be 2.356, 2.256, 2.196, and 1.897 in winter, spring, summer, and autumn at 50 m, respectively.

Calculation of wind power density and energy

The wind power density was calculated for a period of 1 year at 30 and 50 m given in Table 5. The average wind power density was found to be 169.4 W/m2at 30-m height. The highest wind power density value was found to be 800 W/m2 in June and lowest of 40 W/m2 in November at 30 m. Similarly, the seasonal wind power density was found to be 82, 155, 360.6, and 80 W/m2 in winter, spring, summer, and autumn at 30 m. The highest wind power density found in summer and lowest in autumn at 30 m. The average wind power density was found to be 416.7 W/m2at 50 m. The wind power density increased by 40.65% at 50 m compared to that of 30 m. The highest wind power density was found to be 974 W/m2 while lowest 72 W/m2 in June and November at 50 m. The seasonal wind power densities were found to be 116.4, 468.7, 876, and 205.7 W/m2 in winter, spring, summer, and autumn at 50 m.

Table 5

Wind power density (W/m2) and energy density (kWh/m2) at 50 and 30 m for a period of a year 2009

PM

Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Dec

Mean

50 m

W/m2

135

129

158

406

842

974

856

798

438

107

72

85

416.7

kWh/m2

465

438

535

1096

1622

1648

1630

1587

1148

368

237

289

921.9

30 m

W/m2

76

88

76

147

242

800

192

90

157

43

40

82

169.4

kWh/m2

289

333

289

526

763

1438

649

342

552

167

149

316

484.4

The average wind energy density was found to be 484.4 kWh/m2 at 30 m as given in Table 5. The highest wind energy density was found to be 1438 kWh/m2 in June and the lowest of 149 kWh/m2 in November at 30 m. The average seasonal wind energy density was found to be 312.7, 526, 809.7, and 289.4 kWh/m2 during winter, spring, summer, and autumn at 30 m. The average wind energy density was found to be 921.9 kWh/m2 at 50 m. The wind energy density increased by 52.54% at 50 m compared to that of 30 m. The highest wind energy density was found to be 1648 kWh/m2 in June and the lowest 237 kWh/m2 in November at 50 m. The average seasonal wind energy density was found to be 397.4, 1084.4, 1621.7, and 584.4 kWh/m2 during winter, spring, summer, and autumn at 50 m. For 50 m, the highest energy density was found in summer and lowest in winter.

The power curves of the chosen wind turbines are given in Fig. 12. For optimal performance, the design parameters of wind turbine including cut in and cut out speed, hub height, and rated power are chosen according to wind characteristics of candidate site. The performance of wind turbine is based on not only the wind characteristics of site but also distribution of wind speed. In this paper, the performance assessment of four different wind turbines is carried out for the candidate site. The rated powers of these wind turbines ranged from 250 to 1000 kW. The total energy output and capacity factor of wind turbines is given in Table 6. The average minimum capacity factor was 14% for wind turbine number 4 while maximum of 25.33% for wind turbine number 1. The maximum annual energy of 25.4 GWh was produced by wind turbine 1 while minimum of 3.69 GWh by wind turbine 4, respectively. The objectives of using wind turbines of different origins are to analyze the wind power potential and also give clear picture in terms of choosing the suitable wind turbine for site.

Fig. 12

Manufacturer stated power curve of wind turbines

Table 6

Wind turbines energy yield and capacity factor for a period of a year 2009

PM

Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Dec

Mean

Wind turbine 1 (1000 kW)

GWh

0.94

0.9

1.1

2.45

3.75

4.01

3.8

3.68

2.57

0.75

0.5

0.85

25.4

CF

12

12

14

30

45

46

45

43

32

10

6

9

25.33

Wind turbine 2 (900 kW)

GWh

0.98

0.93

1.13

2.32

3.44

3.5

3.46

3.37

2.43

0.78

0.5

0.61

23.5

CF

13

12

14

29

44

44

44

43

31

10

6

8

24.83

Wind turbine 3 (300 kW)

GWh

0.253

0.291

0.253

0.46

0.67

1.26

0.57

0.3

0.48

0.14

0.13

0.27

5.09

CF

10

11

10

18

25

48

22

11

18

6

5

11

16.25

Wind turbine 4 (250 kW)

GWh

0.17

0.21

0.17

0.33

0.5

0.99

0.41

0.21

0.35

0.09

0.08

0.18

3.69

CF

8

9

8

15

22

45

19

10

16

4

4

8

14

Economic assessment

The economic assessment is essential while investing huge amount in installation of utility scale wind turbines for wind power production. At initial, the first site-specific wind characteristic analysis is carried out and then selection of wind turbines examined while considering mechanical configuration of turbine suited to the site. The economic assessment for a Nooriabad site is given in Table 7. The estimated cost of utility wind turbines, as per rule of thumb [37, 38], is US$1000/kW. The installation cost is taken as a 20% and operation and the annual maintenance cost as 2% of the wind turbine cost. The estimated wind turbine life is considered as 20 years and a real interest rate of 5%.

Table 7

Economic analysis of wind turbines

Ep(GWh)

CF

Cost/kWh (US$)

WT 1

25.4

25.3

0.02189

WT 2

23.5

24.83

0.0228

WT 3

5.09

16.25

0.0336

WT 4

3.69

14

0.0387

The wind turbines have been selected and analyzed, according to their mechanical configuration. According to the results, the wind turbine 1 is capable of producing wind energy at the lowest value of US$0.02189/kWh, as given in Table 7.

Conclusions

In this paper, the wind power potential of Nooriabad is studied by using the wind measurements for a period of 1 year in 2009 at 30- and 50-m heights. The mean wind shear coefficient and air density were found to be 0.24 and 1.189 kg/m3, respectively. The measured mean wind speed was found to be 5.233 and 6.55 m/s at 30 and 50 m, respectively. The Weibull k parameter was found to be 2.4 and 3.24, while c parameter was found to be 5.9 and 7.392 at 30 and 50 m, respectively. The average values of standard deviation were found to be 2.295 and 2.176 at 30 and 50 m. In this paper, two-parameter Weibull distribution function is used to assess the wind power potential at the measurement site and determine the effectiveness of different methods used for the estimation of shape and scale parameters. Weibull distribution function provides the better fit to measured wind speed data and effective in analyzing the wind potential for energy production. The methods used including empirical (EM), maximum likelihood (MLM), modified maximum likelihood (MMLM), and energy pattern (EPEM) were fitted very well except the graphical method (GM). Weibull distribution gave better fitting results than Rayleigh distribution for wind data gathered at the Nooriabad site. The mean wind power density was found to be 169.9 and 416.7 W/m2 at 30 and 50 m. The annual energy density was found to be 484.4 and 921.94 kW/m2 at 30 and 50 m. Wind turbine 1 has the highest energy yield of 25.4 GWh and has the lowest cost of energy generation of US$0.02189/kWh. The assessment of wind potential shows that the site has potential for installation of wind turbines for energy generation.

Declarations

Authors’ contributions

The main idea of this paper was proposed and written by ZHH and WJ. The paper was thoroughly revised by SR. All authors read and approved the final manuscript.

Competing interests

The authors declare that they have no competing interests.

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Authors’ Affiliations

(1)

School of Mechanical Engineering, Dalian University of Technology, Dalian, China

(2)

Centre for Engineering Research, Research Institute, King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia